河口环流和盐水入侵Ⅱ--径流量和海平面上升的影响   总被引：1，自引：0，他引：1  

胡松  朱建荣  傅得健  吴辉 《中国海洋大学学报(自然科学版)》2003,33(3):337-342

本文利用本序列上篇论文建立的理想河口数值模式,研究径流量和海平面上升对河口环流和盐水入侵的影响.在径流量增大的情况下,口门内表层向海的流速增大,底层向陆的密度流减弱,滞流点下移.口门外侧向口门的密度流增大,上升流趋于增强.口门内盐水入侵减弱,口外盐度减小、冲淡水扩展范围增大.在口门上游北岸底层盐度下降明显,口门处南岸表层盐度下降明显.径流量变化对盐水入侵影响十分巨大.在海平面上升的情况下,拦门沙区域向陆的密度流增强,滞流点上移,表层向海的流动增大.口门内盐水入侵增强,口外盐度增大,冲淡水扩展范围减小.海平面上升对盐水入侵影响十分明显,北岸底层盐度增大尤为特出.  相似文献   

长江口北支盐水倒灌南支对青草沙水源地的影响   总被引：13，自引：1，他引：13  

茅志昌  沈焕庭  肖成猷 《海洋与湖沼》2001,32(1):58-66

自1978年以来，在长江口的几个关键岸段（例青龙港、新建、高桥、堡镇等）设置盐度观测站；1992－1994年的枯季、在青草沙水源地的南、北两侧各抛测量船一般，在一个完整的大、中、小潮期间、连续逐时观测流速、流向、水深、盐度等，同时在青龙港等处设置6个岸边观测点同步取样；1995－1996年在船站位置各设置氯离子自动监测仪一台；1996年3月又进行了一次大规模的长江口水文测验。本文对大量的现场资料作了分析计算。研究结果表明，青草沙水源地盐水来源主要有北支倒灌咸水团和外海咸水入侵。前者的特征为，氯度的半月变化是小潮期（或小潮后的寻常潮）的氯度反高于大潮期，氯度的潮周日变化是日最高值出现在落憩附近，日最低值出现在涨憩附近，氯度的垂向分层不明显。这与外海盐水入侵引起的氯离子浓度在半月和潮周日内的变化特征正好相反。  相似文献   

Riddle of arsenic in groundwater of Bengal Delta Plain—role of non-inland source and redox traps     

D. Chatterjee  R. K. Roy  B. B. Basu 《Environmental Geology》2005,49(2):188-206

In the Bengal Delta Plain (BDP) the primary arsenic sourcing appears to be different from the global scenario. Here, the Terminal Pleistocene–Holocene depositional platform, the interactive early Holocene depositional morphology with fluvio-estuarine and marine incursions played a crucial role for arsenic sourcing and enrichment. The lenticular silt-fine sand layer between anoxic clay beds favoured entrapment of dissolved organic carbon with decayed phyto-planktons debris. The Terminal Pleistocene–Holocene transgression and regression processes may have acted as major events in the BDP. Interestingly, at the end of the last glacial maxima, the Pleistocene delta had undergone block movements, wherein some parts of the platform were raised above the level of Holocene deposition. Those blocks were found to be free from arsenic in the groundwater. The sea, during re-emerging inundation (10–7 ka BP), has witnessed a monsoon-induced environment in the BDP with the resultant oscillation of sea level leading to higher upsurge towards the north. This might have resulted in the marine incursion and inundation in pre-existing land depressions. Meanwhile arsenic entrapments through marine incursion as well as enrichment in the presence of organic carbon/DOC and/or Fe/Mn/Al catalytic agents could have developed into localised redox traps. It may be of relevance that due to the repetitive transgressive–regressive phases in Holocene, resulting in periodic exposure and weathering of iron-bearing minerals and consequent iron enrichment in the aquifer system. The iron, thus present, had free charge to host arsenic as a sink. It appears that arsenic, wherever found, would likely be of atypical localised exhaustible phenomenon, both in horizontal and vertical context. It also rationalises the cause of the absence of arsenic in the other nearby Pleistocene platform, which has not come across Holocene interaction and marine incursion, as to the likely limiting condition for the search for arsenic in the BDP or beyond.  相似文献   

Assessment of flow paths and confluences for saltwater intrusion in a deltaic river network          下载免费PDF全文

Baoshan Cui  Xiaojing Shao  Zhiming Zhang 《水文研究》2015,29(20):4549-4558

Saltwater intrusion is a serious issue in estuarine deltas all over the world due to rapid urban sprawl and water shortage. Therefore, detecting the major flow paths or locations at risk of saltwater intrusion in estuarine ecosystems is important for mitigating saltwater intrusion. In this paper, we introduce a centrality index, the betweenness centrality (BC), to address this problem. Using the BC as the weighted attribute of the river network, we identify the critical confluences for saltwater intrusion and detect the preferential flow paths for saltwater intrusion through the least‐cost‐path algorithm from a graph theory approach. Moreover, we analyse the responses of the BC values of confluences calculated in the river network to salinity. Our results show that the major flow paths and critical confluences for saltwater intrusion in a deltaic river network can be represented by the least cost paths and the BC values of confluences, respectively. In addition, a significant positive correlation between the BC values of confluences and salinity is determined in the Pearl River Delta. Changes in the salinity can produce significant variation in the BC values of confluences. Therefore, freshwater can be diverted into these major flow paths and critical confluences to improve river network management under saltwater intrusion. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Investigation of the elevation of saltwater wedge due to subsurface dams     

Qinpeng Chang  Tianyuan Zheng  Youyuan Chen  Xilai Zheng  Marc Walther 《水文研究》2020,34(22):4251-4261

Subsurface dams are rather effective and used for the prevention of saltwater intrusion in coastal regions around the world. We carried out the laboratory experiments to investigate the elevation of saltwater wedge after the construction of subsurface dams. The elevation of saltwater wedge refers to the upward movement of the downstream saltwater wedge because the subsurface dams obstruct the regional groundwater flow and reduce the freshwater discharge. Consequently, the saltwater wedge cannot further extend in the longitudinal direction but rises in the vertical profile resulting in significant downstream aquifer salinization. In order to quantitatively address this issue, field-scale numerical simulations were conducted to explore the influence of various dam heights, distances, and hydraulic gradients on the elevation of saltwater wedge. Our investigation shows that the upward movement of the saltwater wedge and its areal extension in the vertical domain of the downstream aquifer become more severe with a higher dam and performed a great dependence on the freshwater discharge. Furthermore, the increase of the hydraulic gradient and the dam distance from the sea boundary leads to a more pronounced wedge elevation. This phenomenon comes from the variation of the freshwater discharge due to the modification of dam height, location, and hydraulic gradient. Large freshwater discharge can generate greater repulsive force to restrain the elevation of saltwater wedge. These conclusions provide theoretical references for the behaviour of the freshwater–seawater interface after the construction of subsurface dams and help optimize the design strategy to better utilize the coastal groundwater resources.  相似文献   

Features and evaluation of sea/saltwater intrusion in southern Laizhou Bay     

LIU Hong-wei  Klaus Hisby  ZHOU Yang-xiao  MA Zhen  CHEN She-ming  GUO Xu 《地下水科学与工程》2016,4(2):141-148

Understanding the degree of sea/saltwater intrusion in coastal regions is of great significance to treating the intrusion and improving the environment. Based on the character analysis of the sea/saltwater intrusion, five factors were selected in the fuzzy-synthetical evaluation approach to form the index system, so as to evaluate the degree of sea/saltwater intrusion in southern Laizhou Bay. The results show that the sea/saltwater intrusion is stronger in the middle and northern areas and weaker on the sides and in southern area; currently, the intrusion is relatively serious, and the intrusion area has covered about 68.2% of the areas under study, among which the heavily intruded area is over 50%. Based on the factors analysis of the occurrence and development of sea/saltwater intrusion, the thesis proposes treatment measures.  相似文献   

Paleolimnological studies of saline lakes   总被引：1，自引：0，他引：1  

Marlene S. Evans 《Journal of Paleolimnology》1993,8(2):97-101

Salt water lakes are located in arid to semi-arid regions where evaporation rates exceed precipitation rates. As such, saline lakes are very sensitive to changes in their hydrological cycle. Research into the current limnology of saline lakes is expanding as population growth in these regions increases. Emerging concerns include water diversions, eutrophication, and toxic substances. Paleolimnological investigations of saline lakes are providing valuable new information on paleoclimate and paleohydrology. Such studies may allow for better predictions of the environmental consequences of global warming and for a better understanding of past climate change. Paleolimnological studies may also provide some insight to more recent, anthropogenic perturbations in the arid and semi-arid regions of the world.This publication is the introduction to a series of papers presented at the Conference on Sedimentary and Paleolimnological Records of Saline Lakes. The conference was held August 13–16, 1991 at the University of Saskatchewan, Saskatoon, Canada. Dr. Evans is serving as Guest Editor.  相似文献   

山东半岛地下水库建设与研究进展   总被引：1，自引：0，他引：1  

刘青勇  张保祥  张欣  王明森 《地下水》2007,29(5):33-36

合理建设和管理地下水库是我国北方缺水地区增加水资源可利用量的有效途径.为了有效利用暴雨洪水资源,同时阻止海水沿河道下游入侵地下水含水层,自上世纪80年代以来,山东半岛陆续兴建了多座地下水库.介绍了山东半岛地下水库建设成就、地下水库建设的潜力、采取的技术措施和主要研究进展.指出地下水库环境保护是亟待引起重视的问题.  相似文献   

珠江口咸潮入侵分析与经验模型——以磨刀门水道为例   总被引：8，自引：0，他引：8       下载免费PDF全文

陈水森  方立刚  李宏丽  张立新 《水科学进展》2007,18(5):751-755

收集了2004-2006年珠江口磨刀门水道咸潮发生时测站(1~7)逐日定时观测的的含氯度、水位与流量数据,分析了各监测站含氯度与水位的日变化与年变化,导出了咸潮演变各过程中,含氯度与径流、潮流、河口地形等的关系式,建立了珠江口地区磨刀门水道咸潮入侵的经验模型。据此,模拟了2006年1月12日的磨刀门地区的咸潮入侵态势,经过和沿途各观测点验证发现与实测数据非常吻合。以含氯度等于250mg/L(饮用水的含氯度最大值)的点作为咸潮入侵的最远点,用简化修改后的盐度模拟模型计算了磨刀门咸潮入侵最大距离,并根据2006年1月12~20日的河口含氯度与最近的上游天河站的径流量实测数据计算出相应的咸潮入侵最大距离。研究表明,在河流枯水期(珠江河口通常是12月至翌年3月),只要获得当天河口的含氯度和上游测站的径流量数据,就能利用此经验模型估算出河流各点的含氯度,作出盐度模拟图,并估算出相应的咸潮入侵最大距离。  相似文献   

Numerical modelling of the potential effects of a dam on a coastal aquifer in S. Spain     

M. L. Calvache  S. Ibáñez  C. Duque  W. Martín‐Rosales  M. López‐Chicano  J. C. Rubio  A. González  C. Viseras 《水文研究》2009,23(9):1268-1281

This study presents the results of a three‐dimensional variable‐density numerical modelling of the Motril‐Salobreña coastal aquifer and the possible effects of the entry into service in May 2005 of the Rules Dam, located just 17 km from the coast. Present parameters of the Motril‐Salobreña aquifer show that the system's conditions are very similar to a natural regime. The dam will substantially alter aquifer recharge, as the entry flow through the alluvial sediments of the Guadalfeo River will be entirely cut off or drastically reduced. Different scenarios reproducing the possible evolution of the aquifer under operation of the Rules Dam have been modelled. In most cases, results indicate that the conditions of the aquifer would worsen, with a general advance of the freshwater–saltwater interface. The area with most risk of saltwater intrusion is the old mouth of the Guadalfeo River, where the mixing zone could advance 1200 m inland. It is proposed that maintaining a 5–6 Mm³ year^?1 ‘ecological flow’ in the Guadalfeo River could prevent this saline advance. This application demonstrates that variable‐density models are potentially useful tools for estimating the effects of dams on the hydrodynamic and hydrochemical conditions of a coastal aquifer. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献